角鋼邊框復(fù)合剪力墻抗震性能研究

1、西安建筑科技大學碩士學位論文角鋼邊框復(fù)合剪力墻抗震性能研究姓名：王迎春申請學位級別：碩士專業(yè)：土木工程指導(dǎo)教師：郝際平姜維山20030601InvestigationoilSeismicBehaviorofSandwichWallPanelwithAngled—steelCotmrmSpecially：CivilEngineeringName：WangYingchunInstructor：HaoJipingJiangWeishanABS

2、。l‘ltAC。11Constra畦ionisgraduatingoneofpillarindustrywithfastdevelopingofnationaleconomyBasedonthepolicyaboutenergysavingandcontinualdevelopment，Ithastheoreticandapplicabilityvaluethatbringforwardnewstylewallssuitedfortim

3、esandresearchonitOneofeffectivewaysaboutbuildingenergysavingisthattakeheatpreservationmeasurestoouterwallsAccordingtotherelativepositionbetweenheatpreservationmaterialandbearingwall，itwasusuallydividedintothreestylesThat

4、is，heatpreservationmaterialwasplacedontheoutersurfaceinnersurfaceandinthemiddleofwalls。EachofstylewasadoptedtosomeextentHoweverthefunctionofdifferentmaterialscooperationwasntconsideredgenerallySandwichseismicwallwhichcon

5、cretecolumnwasreplacedwithanglesteettrusswasdiscussedinthispaper迅ordertobeused鼬outerwailsofmultistoryshearwallssystemIthaddoublecapacityofbearingandheatpreservationDoublesideofconcretepanelcallbearanddeformcoincidentlybe

6、causeangle—steel蠡蕊neandsteelwireconfined。itensureddnfablecharacterofsandwichwalltoo，duetothickofwallincreasing，wallsstablebearingstrengthwasimprovedThough也epseudo—statictestofthreeprototypemodalsandwichwallwithangled。ste

7、elcolumn，seismicbehavior聰discussedBasedontheconcretenonlinearanalyzingtheorythispaperconstructedthefiniteelementmodalbyANSYSprogramandprovedthemodalbytestresultDesigned＆furtherimprovedmethodsarepresentedontheconclusionof